C1.0_Civil Plan7" ItAAL
78.91
6. TYPICAL PARKING LOT 81.80 EX rENS
R=1/2'p CROSS SECTION/ASPHALT eFG. A.
CONCRETE CONSTRUCTION. 81.83 81.97
FG
4-� FG 16860
6n C2 S) N 7/11ff (:5
C-)
C F
77/1 -A
18"
4S .4
BACKFILL TOPSOIL 1'
MIN./CONCRETE SIDEWALK. A* 4S S Lu
A A I—
4 In
<
79 .17
4 X
E 0 5 10 20 30
A A
< . . - -N,, � 5
6 MIN. BASE COURSE 4 .4 Plan Scale
81.79 1
FGJ -A
TYPICAL 6" VERTICAL CURB DETAIL
NTS
z
a -S SITE AND GRADING KEY NOTES 0
. A A
1. SIDEWALK PER ISPWC SD -709.
uj
A
2.5" ASPHALT PAVEMENT 2. POOL DESIGN BY OTHERS. TO BE SUBMITTED UNDER
4" - MINUS 1�Sao .4 SEPARATE PERMIT.
A Cb
CRUSHED AGGREGATE BASE A 81.97 . 'All 3. BIKE RACK - SEE LANDSCAPE PLAN
81.72 2S
A. FG 4. 4'-6' OPEN VISION TYPE FENCE. FENCE MATERIAL TO
12" OF 6 -INCH MINUS PIT -RUN SUBBASE FG; .4 MATCH PREVIOUS PHASES.
79.55
A
5. REFER TO PARAMOUNT DIRECTOR SUBDIVISION NO.1
79.59
-A -A A . CONSTRUCTION PLANS.
-.4 4 sw
6. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND
ASPHALT PATHWAY SECTION 79.63 79.62
NTS MA GUTTER TO 6" VERTICAL CURB. z
81.75 2U 1.7% 7. INSTALL PEDESTRIAN RAMP WITH NO LANDING PER ISPWC Cj
81.76
FG FG SD -712G, WITH, DETECTABLE WARNING PER ISPWC
n2S 79.58 is SD -712.
A B 79.72
4 G 8. INSTALL 6" VERTICAL CURB PER DETAIL THIS SHEET.
sw
41 A
4A A 9. INSTALL ASPHALT AS PER DETAIL THIS SHEET.
5U'
A A 10. SAWCUT (2' MINIMUM INTO EXISTING PAVEMENT) AND
4 PAVEMENT PATCH PER ISPWC SD -303.
FG
A
Id. A UTILITY KEY NOTES
81.91
FG A 81.85 0
A A FG 4S 1 . INSTALL 6" CLEAN-OUT PER ISPWC SD -506A 0
4
FF: 2581.91 & .
14 .4- 2. CONNECT TO EXISTING SEWER STUB AT IE=2574.71±.
A- FIELD VERIFY SIZE, LOCATION AND INVERT.
Id 3U
A d
A 3. INSTALL 141 LF 4" PVC SEWER AT 1.0% MIN. 0
40.00' N. SLOUGH
LATERAL EASEMENT \81.66 4. REFER TO MECHANICAL PLANS FOR EXACT SEWER z <
FG
INST. No. 2016-039845 LOCATION AND CONTINUATION OF SERVICE WITHIN Lu
1 4 2580 BUILDING. Z
41. 81.74 .81.71 '1 A. A
O� 81.76
SW sw FG 4S 5. CONNECT TO EXISTING 2" WATER SERVICE WITH ADAPTER. 0 Z
FF: 2581.91 .4 FIELD VERIFY SIZE AND LOCATION PRIOR TO
3S 81.71 * . .< . . 4 . INSTALLATION. v) <
]d SW 81.66 4U >
FG 6. INSTALL 142 LF OF 1.25" POLY WATER BETWEEN
BUILDING AND EXISTING CONNECTION POINT. REFER TO
81.91 FG POOL CONSTRUCTION PLANS PREPARED BY GEM GUNITE
4S _4 ca uj Z
81.62 FG POOLS, INC. FOR EXACT LOCATION AND CONTINUATION OF
Isw 81.77 iu WATER SERVICE WITHIN BUILDING. <
FG
Od 7. SB #1 SEE DETAIL ON SHEET C1.1
S -S -S -C. CV
5 S -S -S S -S -S (201 x 10'W x 10'D)
81.
W 4 SSC0
FG .4
04 0
.6 81.48 81.36 81.44 8. INSTALL 1000 GAL SAND AND GREASE TRAP
ry 81.53 - /-T co / RIM = 2580.33 (N) (OPEN INLET) u r-1
sw sw 4 sw 81.52 8003 RIM = 2580.45 (S)
81.51 18�1.41 81.36 W OC w -w -w W_ w_w-w-w------A SW 1 80.11: U 0 <
qi S� SW Y -TOC 1.7%. FSW INV IN = 2576.00 (N) (12" ADS N-12) Lu
IN sw INV OUT = 2575.15 (W) (18" ADS N-12) _j cc
LIN. 81.57 * �0 . ... - - . 4 CO
-2
0,
4
sw 81. 6 0 .00. 1<3.6 4 < 79.93__/� 1 INLET BAFFLE = 2575.32
81.42 81.40 S 00 . . �� 8 44.9 < Oq 4 4 GB < OUTLET BAFFLE = 2575.90
< < sw 81.33 LO a
81.46 sw TBC -TBC < 81.41 w Lf) LLJ
81.40 sw \ < /"-FG 9. RETAIN AND PROTECT EXISTING PRESSURE IRRIGATION
MA 30.50' C`4 P
< K MAIN.
81.4
:3 1. z 0
81.41 0� 7 SWj 7
sw:�,
.81,_ 30.77� 0 0
4 0
81.44 81.42 0
LEGEND
< \d
J, sw
SW. 0 <
81.56.
00,
4
rq 81.51
4
sw < sw 1 8% 81 41 *--.114.29 FINISH GRADE ELEVATION
SW' <
41.56'
81.48 81.36 0- 80.67
sw-�
.0 TBC MEN
0� 7.88'- -2713
EX STING GRADE CONTOUR
81.54 EXISTING 96 -IN DIA., 44 < b 1. 4 1
MA STANDARD MANHOLE TYPE B "IN TBC DROP INLET __2713
RIM:2580.65 ISPWC SD -611 4d FINISH GRADE CONTOUR
IE IN:2573.11 48 -IN RCP (SE) 7. 00'-s- WITH 24" DIA. GRATE GRADE BREAK LINE
IE OUT:2573.11 48 -IN RCP (N) RIM:2580.17
SUMP:2574.31
NV OUT:2576
x FLOW LINE DRAWING STATUS:
__4
0 0
LL
FOR AGENCY REVIEW
81.55
M- 2,�,T,_�Q SHEET NOTES
sw_� 1 7.8 11
1.7%.
"R gm 'g "g-
< <
L81.43 1. ALL SPOT ELEVATION ARE TO THE TOP OF ASPHALT
TBC UNLESS NOTED AS FOLLOWS:
RIM RIM OF STRUCTURE
4S TA TOP OF ASPHALT AmIllk z
81.28 -- - - - - - - - - - - - - - - - \-81.40- (7 U� LJ 81.19 Ll CON = TOP OF CONCRETE
0
< TBC HP TB MA MATCH EXISTING
-,'GI -- -- 48'Gi FL FLOW LINE u
EXISTING 96 -IN DIA.. 81.22 0:�i 48"Gi 48' 0.1 -------- 48"Gi 48"GI GB GRADE BREAK
STANDARD MANHOLE TYPE B 0
TBC SW TOP OF SIDEWALK
1.62 RIM -2581.80 GB
8 81.55 �_81 26 A FG FINISHED GRADE IML 0
SW -)I IE IN:2573.16 48 -IN RCP (E) 81.12 TW TOP OF WALL
Sw MA 81.39 81.48 ENGINEERS. SURVEYORS. PLANNERS Lj_
OUT:2573.16 48 -IN RCP (NW) MA SW� 1.7% TBC= TOP BACK OF CURB
81.64 00-- :'-81.62- fsw LP= LOW POINT 9233 WEST STATE STREET
MA_� HP= HIGH POINT BOISE, IDAHO 83714
MA
`7
P",pl 8`pf 8"pi 8,P! Alp' 8.,pi 8,pi
s -6939 0
...................... .......... 81PI S'N 8� PHONE (208) 639
2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADA FAX (208) 639-6930 z
9U 80.85 - STANDARDS WITHIN POOL AREA AND ALONG THE I
GB 80.93 81. 81.46 SIDEWALK. DESIGN BY: LCK
G8 MA MA DRAWN BY: SRIVI >_
5S 5S GENERAL NOTES CHECKED BY: LCK
1. SEE SHEET CO.0 FOR PROJECT NOTES DATE: 7/9/18 z
--------- -------------------------------------- -----------------
PROJECT: 17-075
It
--------------
SHEET NO.
uj
C1.0
W. DIRECTOR ST.